DRAWINGS SECTION VII DKX REROOF IFB 02_04_2025.pdf

SYMBOLS LEGEND

?A2

ROOM NAME

A101A

PROJECT GENERAL NOTES

PROJECT BID PACKAGES

OWNER COORDINATION

1. VERIFY THE BUILDING'S RULES FOR CONSTRUCTION WITH THE OWNER.

2. KEEP DRIVEWAYS, DOCKS AND ENTRANCES SERVING THE PREMISES CLEAR AND AVAILABLE TO THE LANDLORD AND THE OWNER'S TENANTS AND VENDORS AT ALL TIMES. DO NOT USE THESE AREAS FOR PARKING OR STORAGE OF MATERIALS.

SCHEDULE DELIVERIES TO MINIMIZE SPACE AND TIME REQUIREMENTS FOR STORAGE OF MATERIAL AND EQUIPMENT ON SITE.

3. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE OWNER PERTAINING TO THE USE OF THE BUILDING ENTRANCES, ELEVATORS, WORKING HOURS, NOISY WORK, ACCESS TO ADJACENT SPACES, SECURITY, OWNERSHIP OF

SALVAGED ITEMS AND OTHER ITEMS DEEMED TO BE OF MUTUAL INTEREST.

4. AVOID INTERRUPTION OF SERVICES (ELECTRICAL, SIGNAL, MECHANICAL, FIRE PROTECTION, LIFE SAFETY, PLUMBING, ETC.) TO OCCUPIED AREAS OF THE BUILDING DURING CONSTRUCTION. IF SERVICE INTERRUPTIONS ARE UNAVOIDABLE, THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL FROM THE OWNER AND TENANT AT LEAST 24 HOURS PRIOR TO

PROCEEDING SUCH WORK.

5. ALL WORK SHALL CONFORM TO ALL INDUSTRY AND MANUFACTURERS' PUBLISHED STANDARDS AND THE OWNER'S REQUIREMENTS FOR QUALITY OF MATERIALS AND WORKMANSHIP AS WELL AS ALL REQUIREMENTS IN THE DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME FAMILIAR AND COMPLY WITH THE LANDLORD'S STANDARD DETAILS OF CONSTRUCTION. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

6. PENETRATIONS IN THE EXTERIOR BUILDING WALL ARE NOT ALLOWED, INCLUDING THOSE FOR OUTLETS AND BLOCKING, UNLESS

EXPRESSLY ALLOWED BY THE OWNER.

7. ALL PENETRATIONS IN FLOOR SLABS MUST BE APPROVED BY THE OWNER.

PERMITS AND SAFETY

1. THE CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE PUBLIC AND THE WORKMEN ON THE JOB AND TO PREVENT ACCIDENTS OR INJURY TO ANY PERSONS ON, ABOUT, OR ADJACENT TO THE PREMISES WHERE THE WORK IS BEING PERFORMED. THE CONTRACTOR SHALL COMPLY WITH ALL OF THE LAWS, ORDINANCES, CODES, RULES AND

REGULATIONS RELATIVE TO SAFETY AND THE PREVENTION OF ACCIDENTS.

3. PROVIDE ALL NECESSARY TEMPORARY POWER, LIGHTING, FIRE PROTECTION, ETC, AS REQUIRED DURING CONSTRUCTION.

4. THE CONTRACTOR SHALL PROVIDE TEMPORARY WALLS, AS REQUIRED, TO ENCLOSE AND BARRICADE FOR SAFETY, AND FOR LOCALIZING AND MINIMIZING DUST AND NOISE FROM ANY OPERATIONS AND TO EFFECTIVELY SEPARATE WORK AREA FROM

OTHER OCCUPIED AREAS OF THE BUILDING.

5. DO NOT OBSTRUCT ACCESS TO EXISTING EXITS OR REDUCE THE WIDTH OF EXIT ACCESS CORRIDORS AND HALLWAYS.

CONSTRUCTION COORDINATION

1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK STATED OR IMPLIED SO THAT NO

WORK IS LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.

2. WHERE SPECIAL COORDINATION IS NECESSARY, PREPARE MEMORANDA FOR DISTRIBUTION TO EACH PARTY INVOLVED OUTLINING SPECIAL PROCEDURES REQUIRED FOR COORDINATION. INCLUDE SUCH ITEMS AS REQUIRED NOTICES, REPORTS, AND ATTENDANCE AT MEETINGS.

3. COORDINATE CONSTRUCTION ACTIVITIES INDICATED ON CONTRACT DOCUMENTS TO ASSURE EFFICIENT, ORDERLY, COMPLETE AND OPERATIONAL INSTALLATIONS OF EACH PART OF THE WORK. COORDINATE CONSTRUCTION OPERATIONS THAT ARE DEPENDENT UPON EACH OTHER FOR PROPER INSTALLATION, CONNECTION, AND OPERATION. WHERE MATERIALS APPLIED TO, OR ARE IN DIRECT CONTACT WITH, WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES

ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR THE APPLICATION INTENDED.

4. CONFINE OPERATIONS TO AREAS WITHIN CONTRACT LIMITS INDICATED. PORTIONS OF THE SITE BEYOND AREAS IN WHICH

CONSTRUCTION IS INDICATED ARE NOT TO BE DISTURBED.

5. WHERE AVAILABILITY OF SPACE IS LIMITED, COORDINATE INSTALLATION OF DIFFERENT COMPONENTS TO ASSURE MAXIMUM

ACCESSIBILITY OF REQUIRED MAINTENANCE, SERVICE AND REPAIR.

6. COORDINATE TRADES TO PATCH FINISHES THAT ARE DAMAGED AS A RESULT OF CUTTING IN OF WORK.

7. COORDINATE INSTALLATION OF DIFFUSERS, SPEAKERS, SPRINKLER HEADS, AND ACCESS PANELS WITH LIGHTING LAYOUT.

REPORT ANY CONFLICTS TO THE ARCHITECT PRIOR TO INSTALLATION.

CONTRACT DOCUMENTS

1. REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR APPLICABLE NOTES, ABBREVIATIONS, AND SYMBOLS.

GENERAL NOTES APPEAR ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS. REVIEW ALL SHEETS AND APPLY

NOTES TO RELATED BUILDING COMPONENTS.

2. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND ARE INTENDED TO INCLUDE OR IMPLY ALL ITEMS REQUIRED FOR

THE PROPER EXECUTION AND COMPLETION OF THE WORK.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY OMISSIONS, DISCREPANCIES, AND/OR CONFLICTS IN THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING HIS BID PRICE. THE ARCHITECT WILL CLARIFY THE DOCUMENTS IN AN ADDENDUM. IF ANY ADDENDUM IS NOT ISSUED BEFORE THE BID/PRICE IS SUBMITTED, THE CONTRACTOR'S BID/PRICE SHALL BE BASED ON THE HIGHER QUANTITY AND/OR HIGH QUALITY AND SHALL BE SO NOTED IN HIS BID/PRICE.

4. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.

5. LARGE SCALE DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATION

FROM THE ARCHITECT BEFORE CONTINUING.

6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, BENCHMARKS, WORKPOINTS, SPOT ELEVATIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE AND SHALL NOTIFY THE ARCHITECT OF ANY OMISSIONS, DISCREPANCIES, AND/OR

CONFLICTS BEFORE PROCEEDING WITH THE PROJECT.

7. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB UNLESS OTHERWISE NOTED.

8. FIELD MEASURE AND CONFIRM DIMENSIONS FOR O.F./C.I. EQUIPMENT.

9. EXIT SIGNS AND SMOKE DETECTORS LOCATED IN HARD CEILINGS SHALL BE POSITIONED AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND SHALL BE CENTERED IN CORRIDORS AND LOCATED A DISTANCE OF 1'-0" FROM THE WALL TO THE

CENTER OF THE FIXTURE UNLESS OTHERWISE NOTED.

10. EQUIPMENT AND FURNITURE SHOWN ARE NOT INCLUDED IN CONTRACT, UNLESS OTHERWISE NOTED.

CONSTRUCTION

1. NEW AND EXISTING OPENINGS IN RATED WALL, FLOOR, CEILING, AND ROOF ASSEMBLIES SHALL BE SEALED WITH PENETRATION SEALANT SYSTEMS MEETING OR EXCEEDING THE REQUIRED FIRE RESISTIVE RATINGS, OR PROTECTED WITH A FIRE RATED

CHASE.

2. MAINTAIN THE FIRE RATING OF CONSTRUCTION AROUND CABINETS, PANELS, AND BOXES RECESSED IN RATED WALL, FLOOR, AND CEILING ASSEMBLIES.

3. APPROVE FLOOR OUTLET LOCATIONS WITH ARCHITECT AND OWNER PRIOR TO CORE DRILLING.

4. PROVIDE NON-COMBUSTIBLE STIFFENERS, BRACING, BACKING PLATES AND BLOCKING REQUIRED FOR SECURE INSTALLATION OF DOORS AND DOOR HARDWARE INCLUDING WALL-MOUNTED DOOR STOPS, MILLWORK, HANDRAILS, WALL-MOUNTED SHELVES, OPERABLE PARTITIONS, MISCELLANEOUS EQUIPMENT, AND SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT.

5. LEVEL FLOOR THAT EXCEED 1/4" VARIANCE IN A 10'-0" RADIUS.

6. ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION.

7. ALL EXTERIOR STEEL HANDRAILS, GUARDRAILS, AND BOLLARDS SHALL BE GALV. AND PAINTED, UNLESS OTHERWISE NOTED.

8. PIPING LOCATED ABOVE GRADE AND INSIDE THE BUILDING SHALL BE CONCEALED IN FURRED SPACES WITH THE EXCEPTION OF PIPING IN STAIRWAYS, EQUIPMENT ROOMS AND POWERHOUSE. COORDINATE WITH OTHER TRADES TO PROVIDE FURRING FOR

PIPING INSTALLED IN FINISHED AREAS.

9. PROVIDE CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS AND COORDINATE THE INSTALLATION WITH THE EXTERIOR

WALL. FIRE RATING OF SAFING SHALL MATCH FIRE RATING OF FLOOR CONSTRUCTION.

EXISTING AND COMPLETED WORK

1. CLEAN AND PROTECT CONSTRUCTION IN PROGRESS AND ADJOINING MATERIALS IN PLACE. APPLY PROTECTIVE COVERING WHERE REQUIRED TO ENSURE PROTECTION FROM DAMAGE OR DETERIORATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ALL EXISTING CONDITIONS AND COMPLETED WORK WHILE FULFILLING THE OBLIGATIONS OF THIS CONTRACT.

2. CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS FREQUENTLY AS NECESSARY THROUGH THE DURATION OF THE

CONSTRUCTION PERIOD.

KEYNOTE NUMBER

ROOM NAME & NUMBER

LEVEL INDICATOR

EXISTING GRID MARK

AND LINE

NEW GRID MARK

AND LINE

A-XXX

X##

X## X##

X##

A-XXX

X

INTERIOR ELEVATION

NUMBER & SHEET NUMBER

ENLARGED VIEW

NUMBER & SHEET NUMBER

EXTERIOR ELEVATION

NUMBER & SHEET NUMBER

SECTION VIEW

NUMBER & SHEET NUMBER

A-XXX

X

A-XXX

X

SITE VICINITY MAPS

SHEET NUMBERA-121

DISCIPLINE DESIGNATOR

DASH OR DISCIPLINE MODIFIER

SHEET TYPE DESIGNATOR

SHEET SEQUENCE NUMBER

GRID MARKS

HORIZONTAL SPOT

ELEVATION

+X'-X"

1 REVISION NUMBER

PROJECT NORTH INDICATOR

DETAIL NUMBER

CODE INFORMATION

LEVEL XX

10'-0"

B

A

A24

1/8" = 1'-0" | A-101 | SUB-TITLE

VIEW NAME

SCALE

SHEET NUMBER

TRUE NORTH

PROJECT NORTH

SITE PLAN LEGEND

SHEET INDEX

Checked By:

Drawn By:

PA

PM

Project Information:

Consultant:

Sheet Information:

Copyright © 2024 McCarty Holsaple McCarty

# ISSUED BY: DATE

PIC

Issue Date:

2055 ALCOA HWY

ALCOA TN. 37701

McCarty Holsaple McCarty 550 W. Main St., Suite 300 Knoxville, TN 37902 t 865.544.2000 www.mhminc.com

010203040506070809101112131415161718192021222324

010203040506070809101112131415161718192021222324

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PROJECT NO.:

/3

/2

:0

:1

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G-001

SHEET INDEX

M. MCNABB

PROJECT STATUS

A. BUCHANAN

C. MYERS

C. MYERS

25004

MKAA DKX

HANGER REROOF

METRO KNOXVILLE

AIRPORT AUTHORITY

2701 SPENCE PL. KNOXVILLE, TN

37920

N. HONEYCUTT

FEBRUARY 04, 2025

PROJECT STATUS FOR

ISSUED: FEBRUARY 04, 2025

MKAA DKX HANGER REROOF

METRO KNOXVILLE AIRPORT AUTHORITY

2701 SPENCE PL. KNOXVILLE, TN 37920

25004

ARCHITECTURE:

McCARTY HOLSAPLE McCARTY

ARCHITECTS, INC.

550 W. MAIN STREET, STE. 300

KNOXVILLE, TN 37902

865.544.2000 www.mhminc.com

Nathan Honeycutt email@domain.com

STRUCTURAL:

ROSS BRYAN ASSOCIATES, INC.

227 FRENCH LANDING DRIVE, ste 500

NASHVILLE, TN 37228

615.329.1300 www.rossbryan.com

Jacob Holloway holloway@rossbryan.com

SHEET

NO. SHEET DESCRIPTION

ISSUE

DATE

REV

NO. ISSUED BY

REVISION

DATE

GENERAL

G-001 SHEET INDEX 02/04/2025

ARCHITECTURAL

A-101 BID ITEM 01 MUSEUM HANGER ROOF PLAN 02/04/2025

A-102 BID ITEM 02 MAINTENANCE HANGER ROOF PLAN 02/04/2025

Local Regulations:

ZONE:

BUILDING SETBACKS: FRONT:

SIDE1:

REAR:

LOT COVERAGE:

MAXIMUM HEIGHT ALLOWABLE:

SIDE2:

ALLOWABLE NUMBER OF STORIES:

PARCEL:

EASEMENTS:

ADJACENT PROPERTY USE:

PARKING:

Parking Spaces Required:

Handicap Spaces Required:

Parking Space Size Requirement:

LANDSCAPING / SCREENING:

SITE DRAINAGE / RUN-OFF &

RETENTION REQUIREMENTS:

INST

East :

South :

0' - 0"

West :

North :

095MC014

note note

9'-0" W x 18'-0" D

Landscaped and maintained in a neat condition note

20' - 0"

0' - 0"

0' - 0"

20' - 0"

Construction Classification:

Occupancy Classification: (IBC Ch. 3, LSC Ch. 4) Occupancy Type (IBC 302.1):

Hazard Type (LSC 6-2):

Fire District:

Building Description:

Type IIB

S-1 STORAGE

KNOXVILLE FIRE DEPARTMENT

REMOVING AND REPLACING DAMAGED METAL ROOFS ON THE AIRPLANE

MAINTENANCE HANGER AND THE MUSEUM HANGER WITH LIKE MATERIALS.

Applicable Codes:

2018 International Building Code (IBC)

2018 International Fire Code

2018 International Plumbing Code (IPC)

2018 International Mechanical Code (IMC)

2018 International Fuel Gas Code (IFGC)

2018 International Energy Code (IECC)

2011 National Electrical Code

2009 American National Standards Institute A117.1 (ICC/ANSI)

2018 International Existing Building Code (IEBC)

CODE SYNOPSIS

N/A

N/A

N/A

N/A

Seal:

BID ITEM # 01:

REROOF MUSEUM HANGER

REFERENCE SHEET A-101

BID ITEM NUMBER 01 CONTAINS THE REROOF OF THE MUSEUM

HANGER ROOF, AS WELL AS AN UPGRADE/REPAIR TO THE

EXISTING OFFICE SPACE AS SHOWN ON THE DRAWINGS.

ALTERNATE - OPTION TO REPLACE LIGHTS AND WINDOW

TREATMENTS IN OFFICE AREA.

BID ITEM # 02:

REROOF MAINTENANCE HANGER

REFERENCE SHEET A-102

BID ITEM NUMBER 02 CONTAINS THE REROOF OF THE

MAINTENANCE HANGER ROOF.

ALTERNATE - NO ALTERNATES THIS OPTION.

PROJECT STATUS

ROOF PLAN GENERAL NOTES

ROOF PLAN KEYED NOTES

ROOF PLAN LEGEND

1. ALL ROOF MEMBRANE AREAS SHALL BE SLOPED A MINIMUM 1/4" SLOPE

PER FOOT UNLESS NOTED OTHERWISE. REFER TO BUILDING SECTIONS

AND STRUCTURAL DWGS FOR SLOPING STRUCTURE.

2. ALL CRICKETS SHALL HAVE A MINIMUM 1/4" NET SLOPE PER FOOT, UNLESS

NOTED OTHERWISE. USE 1/2" MATERIAL SLOPE PER FOOT TAPERED

INSULATION ON STRUCTURALLY SLOPED ROOFS TO ACHIEVE A MINIMUM

1/4" NET SLOPE PER FOOT.

3. ARROWS INDICATE DIRECTION OF DOWNWARD ROOF SLOPE.

4. PROVIDE CRICKETS AT ALL ROOF TOP EQUIPMENT / PROTRUSIONS / ETC.

TO ENSURE POSITIVE DRAINAGE.

5. ALL NEW AND EXISTING PENETRATIONS TO BE FLASHED AND SEALED PER

MANUFACTURER.

6. COORDINATE ALL PENETRATIONS WITH PLUMBING, MECHANICAL AND

ELECTRICAL DRAWINGS.

7. REFER TO STRUCTURAL REPORT AND SPECIFICATIONS FOR AREAS OF

STRUCUTRAL REPAIRS/PAINT. REMOVE SURFACE RUST PRIOR TO

REPAINTING STRUCTURAL MEMBERS. CONTACT STRUCTURAL ENGINEER

FOR GUIDANCE IF EXCESSIVE CORROSION IS ENCOUNTERED.

DIRECTION OF DOWNWARD SLOPE

EXPOSED FASTENER METAL ROOF

SYSTEM TO BE DEMOLISHED AND

REPLACED.

EXISTING EXHAUST PIPE FOR SPACE

HEATERS. CAP OR REPAIR.

ROOF AREA NOT IN SCOPE

SLOPE

1/4" / FT

INDICATES EXISTING DOWNSPOUT

LOCATION

"DS"

DSDSDSDS

DSDSDSDS

DS

DS

A7

A1

A6

A5

TYP.

TYP.

TYP.

'-0

100'-0"

A-101

P11

A15

A14

TYP.

A16

TYP.

A8

A13

A9

A9

A12

A10

10'-0" 20'-0"

'-0

A9

PIPE MATERIAL (EXISTING). FIELD

CUT THE PIPE BOOT TO FIT SNUG.

ROOF PANEL

PIPE BOOT. PLACE A FASTENER AT EACH

HOLE. THE FASTENERS MUST PENETRATE

THE TAPE MASTIC TO CREATE AN EFFECTIVE

SEAL. (PIPE BOOT BASE MAY BE SQUARE, AS

SHOWN, OR ROUND)

PLACE 3/4" TAPE MASTIC UNDER THE

FULL PERIMETER OF THE PIPE BOOT.

CAULK AROUND THE PERIMETER WITH

TUBE CAULK TO CREATE A

WEATHERTIGHT SEAL.

IF IT FITS BETWEEN THE MAJOR RIBS,

IT IS RECOMMENDED TO ROTATE THE

PIPE BOOT 45° FROM WHAT IS SHOWN

6"

FASTENERS AT 6" O.C MAXIMUM

TRANSLUCENT PANEL

(SHOWN CUT-AWAY FOR CLARITY)

UPSLOPE PANEL

ROOF PURLIN

SIDE STRAP UNDER BOTH

SIDELAPS (THE STRAP DOES

NOT ATTACH TO THE

PURLINS)

UP SLOPE

3/4" TAPE MASTIC AT SIDELAP

PREVIOUS PANEL

RUN

ROOF PANEL

TRIM WITH 3/4" TAPE

MASTIC BELOW

(SHOWN CUT-AWAY

FOR CLARITY)

STRAPS WITH 3/4"

TAPE MASTIC

BETWEEN STRAP AND

PANEL

(FULL WIDTH OF

PANEL)

GUTTER HANGER @ 2'-0" O.C.

w/ (3) FASTENERS

GUTTER, EXISTING TO BE

REUSED

FASTENERS @ 12" O.C.

ROOF INSULATION

LOW EAVE FLASHING w/ FASTENERS @ 1'-0" O.C.

(2" LAP WITH POLYURETHANE CAULK)

1/2" TAPE MASTIC

EAVE MEMBER

WALL INSULATION

WALL PANEL

INSIDE PANEL CLOSURE WITH 3/4" TAPE

MASTIC TOP AND BOTTOM

METAL PANEL ROOF

3/4" TAPE MASTIC, CONTINUOUS

3/4" TAPE MASTIC (6" PIECE) DIRECTLY

BELOW FASTENERS

P A

N E

L T

O E

A V

E

T

O P

O F

5 1/4"

RIDGE CAP

AT EACH RIDGE CAP SIDELAP

INSTALL 1/2" TAPE MASTIC WITH (6)

FASTENERS EQUALLY SPACED

ROOF INSULATION

C L

5 1/4" 5 1/4"

1'-4"

FASTENER, REFER

TO MANUFACTURER

FOR SPACING

3"

3/4" TAPE MASTIC

Checked By:

Drawn By:

PA

PM

Project Information:

Consultant:

Sheet Information:

Consultants:

STRUCTURAL ENGINEER:

ROSS BRYAN ASSOCIATES, INC.

227 FRENCH LANDING DRIVE, ste 500

NASHVILLE, TN 37228

t 615.329.1300

Copyright © 2024 McCarty Holsaple McCarty

# ISSUED BY: DATE

PIC

Issue Date:

2055 ALCOA HWY

ALCOA TN. 37701

McCarty Holsaple McCarty 550 W. Main St., Suite 300 Knoxville, TN 37902 t 865.544.2000 www.mhminc.com

010203040506070809101112131415161718192021222324

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A-101

BID ITEM 01

MUSEUM HANGER

ROOF PLAN

M. MCNABB

PROJECT STATUS

A. BUCHANAN

C. MYERS

C. MYERS

25004

MKAA DKX

HANGER REROOF

METRO KNOXVILLE

AIRPORT AUTHORITY

2701 SPENCE PL. KNOXVILLE, TN

37920

N. HONEYCUTT

FEBRUARY 04, 2025

Seal:

A16 1/8" = 1'-0" | A-101

BID ITEM 01 - MUSEUM HANGER ROOF PLAN

P11 1/4" = 1'-0" | A-101

OFFICE - ENLARGED PLAN

A1 DEMO AND SALVAGE ALL GUTTERS AND DOWNSPOUTS FOR

REUSE. NOTIFY ARCHITECT OF ANY DAMAGE.

A5 NEW METAL ROOF, COLOR TO MATCH EXISTING, REFER TO

SPECIFICATIONS.

A6 REMOVE/REPLACE ALL ROOF INSULATION, TYP.

A7 TRANSLUCENT PANEL SKYLIGHTS TO BE REPLACED WITH LIKE

MATERIAL.

A8 DEMO OFFICE WALLS TO REVEAL STUDS FOR INSPECTION,

REPLACE WITH MOLD AND MILDEW RESISTANT GYP BOARD.

A9 DEMO EXTERIOR PANELING AND PREP FOR REPLACEMENT

WITH MOLD AND MILDEW RESISTANT GYP BOARD.

A10 DEMO OFFICE CEILING AND REPLACE WITH NEW ACT, OPTION

TO REPLACE LIGHTS AND WINDOW TREATMENTS.

A12 VERIFY DECKING STRUCTURE ABOVE, PROVIDE NEW

STRUCTURE AS NEEDED.

A13 REMOVE AND REPLACE SINK AND HANDWASH ITEMS.

A14 EXISTING HANGER DOORS AND TRACK.

A15 REPAIR/REPLACE ALL INSULATION IN EXTERIOR HANGER WALLS

UP 10' (FEET) FROM FFE.

A16 REMOVE ALL SURFACE CORROSION AND REPAINT STRUCTURE

AS INDICATED BY STRUCTURAL REPORT AND SPECIFICATIONS.

A24 3" = 1'-0" | A-101

PIPE BOOT DETAIL

G24 3" = 1'-0" | A-101

TRANSLUCENT PANEL DETAIL

P24 1 1/2" = 1'-0" | A-101

LOW EAVE GUTTER DETAIL

P18

3" = 1'-0" | A-101

RIDGE CAP DETAIL

ROOF PLAN GENERAL NOTES

ROOF PLAN KEYED NOTES

ROOF PLAN LEGEND

1. ALL ROOF MEMBRANE AREAS SHALL BE SLOPED A MINIMUM 1/4" SLOPE

PER FOOT UNLESS NOTED OTHERWISE. REFER TO BUILDING SECTIONS

AND STRUCTURAL DWGS FOR SLOPING STRUCTURE.

2. ALL CRICKETS SHALL HAVE A MINIMUM 1/4" NET SLOPE PER FOOT, UNLESS

NOTED OTHERWISE. USE 1/2" MATERIAL SLOPE PER FOOT TAPERED

INSULATION ON STRUCTURALLY SLOPED ROOFS TO ACHIEVE A MINIMUM

1/4" NET SLOPE PER FOOT.

3. ARROWS INDICATE DIRECTION OF DOWNWARD ROOF SLOPE.

4. PROVIDE CRICKETS AT ALL ROOF TOP EQUIPMENT / PROTRUSIONS / ETC.

TO ENSURE POSITIVE DRAINAGE.

5. ALL NEW AND EXISTING PENETRATIONS TO BE FLASHED AND SEALED PER

MANUFACTURER.

6. COORDINATE ALL PENETRATIONS WITH PLUMBING, MECHANICAL AND

ELECTRICAL DRAWINGS.

7. REFER TO STRUCTURAL REPORT AND SPECIFICATIONS FOR AREAS OF

STRUCUTRAL REPAIRS/PAINT. REMOVE SURFACE RUST PRIOR TO

REPAINTING STRUCTURAL MEMBERS. CONTACT STRUCTURAL ENGINEER

FOR GUIDANCE IF EXCESSIVE CORROSION IS ENCOUNTERED.

DIRECTION OF DOWNWARD SLOPE

EXPOSED FASTENER METAL ROOF

SYSTEM TO BE DEMOLISHED AND

REPLACED.

EXISTING EXHAUST PIPE FOR SPACE

HEATERS. CAP OR REPAIR.

ROOF AREA NOT IN SCOPE

SLOPE

1/4" / FT

INDICATES EXISTING DOWNSPOUT

LOCATION

"DS"

DS DS

DS DS

/8

/8

'-0

56'-0"

A1A2

A2 A1

A5

A6

A4

TYP. TYP.

TYP.

TYP.

TYP.

TYP.TYP.

A3

TYP.

A15

TYP.

GUTTER HANGER @ 2'-0" O.C.

w/ (3) FASTENERS

GUTTER, EXISTING TO BE

REUSED

FASTENERS @ 12" O.C.

ROOF INSULATION

LOW EAVE FLASHING w/ FASTENERS @ 1'-0" O.C.

(2" LAP WITH POLYURETHANE CAULK)

1/2" TAPE MASTIC

EAVE MEMBER

WALL INSULATION

WALL PANEL

INSIDE PANEL CLOSURE WITH 3/4" TAPE

MASTIC TOP AND BOTTOM

METAL PANEL ROOF

3/4" TAPE MASTIC, CONTINUOUS

3/4" TAPE MASTIC (6" PIECE) DIRECTLY

BELOW FASTENERS

P A

N E

L T

O E

A V

E

T

O P

O F

5 1/4"

R-PANEL

CLEAR OPENING1 1/2"

INSULATION

SUPPORT FRAMING

WATER DIVERTER

SUPPORT FRAMING

ROOF CURB

1 1/2"

BATT INSULATION

CURB

2 1/2" TAPE MASTIC (SUPPLIED

WITH

CURB)

RIB COVER, FASTEN WITH (9) #12 X

1/4" FASTENERS. (SUPPLIED WITH

CURB)

FASTEN PERIMETER OF

CURB FLANGE WITH #12 X

1/4" FASTENERS, 3" O.C.

(SUPPLIED WITH CURB)

1/2"1/2"

10" 3 1/2"

(LAP)

3"

END OF PANEL

EDGE OF CURB

(MIN. @ JOISTS)

3 1/2"

10"

END OF PANEL

EDGE OF CURB

(LAP)

JOIST

(MIN. @ PURLINS)

1 3/4"

PURLIN

JOIST

PURLIN

5 1/4" 3"

(MIN. @ JOISTS)

(MIN. @ PURLINS)

BACKER CHANNEL

(SUPPLIED WITH

CURB)

RIDGE CAP

AT EACH RIDGE CAP SIDELAP

INSTALL 1/2" TAPE MASTIC WITH (6)

FASTENERS EQUALLY SPACED

ROOF INSULATION

C L

5 1/4" 5 1/4"

1'-4"

FASTENER, REFER

TO MANUFACTURER

FOR SPACING

3"

3/4" TAPE MASTIC

PIPE MATERIAL (EXISTING). FIELD

CUT THE PIPE BOOT TO FIT SNUG.

ROOF PANEL

PIPE BOOT. PLACE A FASTENER AT EACH

HOLE. THE FASTENERS MUST PENETRATE

THE TAPE MASTIC TO CREATE AN EFFECTIVE

SEAL. (PIPE BOOT BASE MAY BE SQUARE, AS

SHOWN, OR ROUND)

PLACE 3/4" TAPE MASTIC UNDER THE

FULL PERIMETER OF THE PIPE BOOT.

CAULK AROUND THE PERIMETER WITH

TUBE CAULK TO CREATE A

WEATHERTIGHT SEAL.

IF IT FITS BETWEEN THE MAJOR RIBS,

IT IS RECOMMENDED TO ROTATE THE

PIPE BOOT 45° FROM WHAT IS SHOWN

Checked By:

Drawn By:

PA

PM

Project Information:

Consultant:

Sheet Information:

Consultants:

STRUCTURAL ENGINEER:

ROSS BRYAN ASSOCIATES, INC.

227 FRENCH LANDING DRIVE, ste 500

NASHVILLE, TN 37228

t 615.329.1300

Copyright © 2024 McCarty Holsaple McCarty

# ISSUED BY: DATE

PIC

Issue Date:

2055 ALCOA HWY

ALCOA TN. 37701

McCarty Holsaple McCarty 550 W. Main St., Suite 300 Knoxville, TN 37902 t 865.544.2000 www.mhminc.com

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A-102

BID ITEM 02

MAINTENANCE

HANGER ROOF PLAN

M. MCNABB

PROJECT STATUS

A. BUCHANAN

C. MYERS

C. MYERS

25004

MKAA DKX

HANGER REROOF

METRO KNOXVILLE

AIRPORT AUTHORITY

2701 SPENCE PL. KNOXVILLE, TN

37920

N. HONEYCUTT

FEBRUARY 04, 2025

Seal:

A15 1/8" = 1'-0" | A-102

BID ITEM 02 - MAINTENANCE HANGER ROOF PLAN

A1 DEMO AND SALVAGE ALL GUTTERS AND DOWNSPOUTS FOR

REUSE. NOTIFY ARCHITECT OF ANY DAMAGE.

A2 PAINTED FASCIA TO REMAIN.

A3 CAP OR REPAIR (4) UN-USED GAS VENT PENETRATIONS.

A4 REMOVE AND RESEAL (8) SKYLIGHTS, REWORK CURB AND

FLASHING AS NEEDED.

A5 NEW METAL ROOF, COLOR TO MATCH EXISTING, REFER TO

SPECIFICATIONS.

A6 REMOVE/REPLACE ALL ROOF INSULATION, TYP.

A15 REPAIR/REPLACE ALL INSULATION IN EXTERIOR HANGER WALLS

UP 10' (FEET) FROM FFE.

A24 1 1/2" = 1'-0" | A-102

LOW EAVE GUTTER DETAIL

H24 1 1/2" = 1'-0" | A-102

CURB FLASHING DETAIL

P24 3" = 1'-0" | A-102

RIDGE CAP DETAIL

Q10 3" = 1'-0" | A-102

PIPE BOOT DETAIL